Meppadi Gp 2020-21 Kunnamangalam Kunnu Road Drainage , Re Tarring
Tender Value
6.05 Lakhs
Estimated cost
Bid Submission
22 Oct 2020
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
1428
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MEPPADI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Meppadi Gp 2020-21 Kunnamangalam Kunnu Road Drainage , Re Tarring
BOQ
| Work Name:MEPPADI GP 2020-21 PROJECT NO:136 KUNNAMANGALAM KUNNU ROAD DRAINAGE,RE-TARRING (RS 700000/-) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RE-TARRING & DRAINAGE,CHAINAGE-0/620 TO 0/870 | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001114 | 217.5 | sqm |
| 3 | 1.002 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 750 | sqm |
| 4 | 1.003 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001116 | 750 | sqm |
| 5 | 1.004 | 75.5.12.A.1.2pb : Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t\t<br>\t\t\t\t\t\nCase I : Type A\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001117 | 750 | sqm |
| 6 | 1.005 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001118 | 54.4 | cum |
| 7 | 1.006 | od856590/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT<br>FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1<br>Modified)P.C.C grade M 10, Nominal mix 1:3:6<br> | BI01010001010000000000000515BI0100001119 | 7.2 | cum |
| 8 | 1.007 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001120 | 24 | cum |
| 9 | 1.008 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001121 | 1.316 | tonne |
| 10 | 1.009 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001122 | 0.864 | cum |
| 11 | 1.01 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001123 | 0.087 | tonne |
| 12 | 1.011 | od724872/2020_2021 : Providing and fixing NAME BOARD fixed over MS sheeting,2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per drawings and Technical Specification 1701.6 mm x 450 mm Rectangular. | BI01010001010000000000000515BI0100001124 | 1 | each |
AI Tender Summary
Tender Timeline
Oct 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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